The Ultimate Bearing Capacity analysis of masonry arch bridges

To accurately evaluate the ultimate bearing capacity of masonry arch structures, considering the friction and bonding relationships between different components, a finite element model was established in this study with cohesive zero-thickness elements. The model was analysed using explicit dynamic...

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Bibliographic Details
Main Authors: Kefan Chen, Yuan Li, Qixiang Hui, Bin Zhou, Kang Wang
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2022-12-01
Series:Građevinar
Subjects:
Online Access:https://doi.org/10.14256/JCE.3479.2022